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Tender Value
₹1.4 Cr
EMD Value
₹1.4 L
Closing Date
7 Oct 2026, 6:00 pm
Executive Engineer, R&B Panchayat Division, Nadiad
Resurfacing of Mahemadavad Virol Road Taluka: Mehmadabad, Dis. Kheda Under MMGSY (OWR) Yojna Year 2026-27 Package No.:- 29
347787
12/2026-27
Open
Civil Works - Roads
Works
Nadiad
6 documents required · 6 mandatory
₹3,600
Executive Engineer, Panchayat (R and B) Division, NADIAD
₹1.4 L
22 Sept 2026
22 Sept 2026
22 Sept 2026
7 Oct 2026
22 Sept 2026
Name of Work :: Resurfacing of Mahemadavad Virol Road Taluka: Mehmadabad, Dis. Kheda Under MMGSY (OWR) Yojna Year 2026-27 Package
Bill of Quantities (BOQ)
Rate (Exclusive
Item Description of Item (with brief specification and reference to book of
Quantity Unit GST) Amount
No. specifications)
[1] Clearing and grubbing road land including uprooting rank vegetation grass 0.90 Hect 28393.04
bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees
cut earlier and disposal of unserviceable materials (C) By mechanical means in
[2] Earthwork for embankment including breaking clods, dressing with all lead and 2347.00 Cum 126.68
lift and including watering rolling and consolidation of subgrade in layers at
O.M.C. to required dry density including filling the depression which occur
during the process using power roller 8T to 10T.(A) From Borrow area within
[3] Supplying and fixing reinforced concrete heavy duty non-pressure pipes with 15.00 Rmt 1176.49
collars for culverts carrying heavy traffic as per IS 458-1991 specifications
including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of
class NP3 of following internal daimeters.(ii) 450mm dia.
[4] Providing, laying, spreading and compacting stone aggregates of specific sizes to 234.00 Cum 1679.09
water bound macadam (Grade-II) (M.C. Metal of size 40 to 63 mm) specification
including spreading in uniform thickness, hand packing , rolling with vibratory
roller 80-100 kN static wt. to proper grade and camber, applying and brooming,
stone screening/binding materials to fill-up the interstices of coarse aggregate,
watering and compacting etc. complete as per Specifcation. (45 to 63mm size
[5] Providing and laying Compacted Quarry Spall for side shoulder including 360.00 Cum 963.54
carraige of material and spreading on prepared base including compacting as
per MOST Specification etc... Complete
[6] Providing & laying 37.50mm thick Bituminous grout base course with VG-30 679.22 MT 2959.30
Bulk for tack coat @ 2.5 kg./ 10 Sqmt WBM surface and using B.T. stone
aggregate as per required gradation with asphalt of VG-30 grade at the rate of
1.99% i.e. 19.90 Kg/ M.T. including heating & mixing in drum mix plant
transporting the mix spreading the same by paver finisher and consolidation by
vibratory roller as per MORT&H specification including cost of all materials fuel,
labours, tools and plant etc using contractors own drum mix plant etc. comp.
[7] Providing & laying 37.50mm thick Bituminous grout base course with VG-30 119.00 MT 3105.75
Bulk for tack coat @ 4 kg./ 10 Sqmt WBM surface and using B.T. stone
aggregate as per required gradation with asphalt of VG-30 grade at the rate of
1.99% i.e. 19.90 Kg/ M.T. including heating & mixing in drum mix plant
transporting the mix spreading the same by paver finisher and consolidation by
vibratory roller as per MORT&H specification including cost of all materials fuel,
labours, tools and plant etc using contractors own drum mix plant etc. comp.
[8] Providing and laying 37.5 mm thick Bituminous Macadam with B.T. aggregate as 878.00 MT 3908.70
per MORTH specification and using bitumen Asphalt VG30 for tack coat @
KG. / 10 Sq.m. on B T Surface with mechanical sprayer and Bulk asphalt VG-30
for mixing @ 34.00 KG. / M.T. i.e. 3.40 % of total weight of mix including heating
and mixing the aggregate and asphalt in continuous of drum mix plant and hot
laid process spreading the same by paver finisher and consolidation with roller
as per MORTH specification to achieve desire density, including providing all
materials equipments, tools and plants, fire wood, oil, kerosene, labour charges
etc. complete using contractor's own machinery drum mix plant and paver
finisher etc. complete.
[9] Providing & Laying 20 mm thick Mix sealsurface using BT aggregate as per 490.00 MT 4848.00
MORT & H gradation and specification asphalt Grade VG 30 for mixing
50.90 Kg/Mt of Total mix (i.e. 5.09% ) mixing the aggregate and asphalt by
continuous batching of Drum mix plant incl. loading , transporting &
spreading the same by paver finisher and consolidstion by vibratory roller
to 100 KN static wt incl. flushing sand or stone dust at the rate of 0.30 cmt/100
smt etc complete. incl. T & Ps firewood , oil ,fuel , labour charges , etc complete
Rate (Exclusive
Item Description of Item (with brief specification and reference to book of
Quantity Unit GST) Amount
No. specifications)
[10] Box Cutting the road surface to proper slope and camber for making a base for 373.50 Cum 104.20
road work including removing the excavated stuff and depositing on the road
side slope as directed upto 50Mt.lead.
[11] Construction of Granular Sub Base (GSB) by providing M.C. coarse graded 125.00 Cum 1503.04
material of grading-I, spreading in uniform layers with motor grader on
prepared surface, mixing by mix in place method with rotavator at OMC, and
compacting with vibratory roller to achieve the desired density, complete as per
MORTH specification.
[12] Providing and filling in foundation with ordinary cement concrete M- 100 mix 164.60 Cum 3245.56
including formwork, vibrating, ramming and curing complete. (A) Foundation
[13] Providing and laying contolled cement concret M-30 and curing complete 240.00 Cum 5590.59
including compacting with surface mechanical vibrator, mechanical floater,
chanelling formwork, grooving including providing dowel bar, tai bar, expantion
joint and construction joint including filling asphalt filler joint as per instruction
of Engineer in charge
[14] Cautionary Warning Sign :-Providing and fixing sign boards made out of 2mm 7.00 No 3218.09
aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x
cms. equilateral triangle as per design of IRC-67-2012. Pre treated with
phospheting process & acid etching; coated with one coat of epoxy primer and
two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade
retro refiective sheeting of Type-11 as per ASTM D-4956 and latest
M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm as required
and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted
with bestquality epoxy coatings in black and white bends. The details of symbol
for each board shall be as per the instruction of engineer in charge. The fixing at
site shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for each leg.including
excavation, curing etc.complete under the supervision of engineer in charge. A
warranty for 10 years for the Retro reflective sheeting from original
manufacturer & a certified copy of 3 year outdoor exposure test report from
third party test lab for the product offered shall be submitted by contractor. (A)
Engineering Grade (VR)g
[15] Facility Informatory Sign :-Providing and fixing sign boards made out of 2mm 2.00 No 3741.44
aluminium sheet / 4mm ACP (Aluminum composite Panel); size 80 x 60 cms
rectangular as per design of IRC-67-2012. Pre treated with phospheting process
& acid etching; coated with one coat of epoxy primer and two coats of best
quality epoxy paint ;reflectorised with Micro Prismatic Grade retro
refiectivesheeting of Type-11 as per ASTM D- 4956 and latest
M.O.S.T.Specifications; 3.6mtr long stand post of 75 x 75 x 6mm as required
and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted
with bestquality epoxy coatings in black and white bends. The details of symbol
foreach board shall be as per theinstruction of engineer in charge. The fixing at
site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including
excavation, curing etc.complete under the supervision of engineer in charge. A
warranty for 10 years for the Retro reflective sheeting from original
manufacturer & a certified copy of 3 year outdoor exposure test report from
third party test lab for the product offered shall be submitted by contractor. (A)
Engineering Grade (VR)g
Rate (Exclusive
Item Description of Item (with brief specification and reference to book of
Quantity Unit GST) Amount
No. specifications)
[16] Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2.00 No 3113.10
2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms Dia
Circle as per design of IRC-67-2012. Pre reated with phospheting process & acid
etching; coated with one coat of epoxy primer and two coats of best quality
epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of
Type-11 as per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long
stand post of 75 x 75 x 6mm as required and frame fabricated from suitable size
iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black
and white bends. The details of symbol foreach board shall be as per
theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC
blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing
etc.complete under the supervision of engineer in charge. A warranty for
years for the Retro reflective sheeting from original manufacturer & a certified
copy of 3 year outdoor exposure test report from third party test lab for the
product offered shall be submitted by contractor. (A) Engineering Grade (VR)g
[17] STOP Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet 1.00 No 4676.06
/ 4mm ACP (Aluminum composite Panel); size 90 cms Octagone as per design of
IRC-67- 2012. Pre treated with phospheting process & acid etching; coated with
one coat of epoxy primer and two coats of best quality epoxy paint
;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type- 11 as
per ASTM D-4956 and latest M.O.S.T.Specifications; 3.6mtr long stand post of
75 x 75 x 6mm as required and frame fabricated from suitable size iron angle of
35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white
bends. The details of symbol foreach board shall be as per theinstruction of
engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x
Cms. for each leg.including excavation, curing etc.complete under the
supervision of engineer in charge. A warranty for 10 years for the Retro
reflective sheeting from original manufacturer & a certified copy of 3 year
outdoor exposure test report from third party test lab for the product offered
shall be submitted by contractor. (A) Engineering Grade (VR)g
[18] Providing and fixing pre cast C.C. M-150 indicator stone with necessary 120.00 No 343.27
reinforcement as per I.R.C. type design in including painting, lettering etc.
complete. (ii) Fixing in C.C. 1:5:10
[19] Providing and fixing ordinary kilometer stone of precast cc 1:2:4 including 6.00 No 704.33
necessary reinforcemnent as per IRC type desing and Fixing in cc 1:4:8 including
painting and lettering etc.complete
[20] Chevron sign :-Providing and fixing sign boards made out of 1.5mm aluminium 10.00 No 3711.75
sheet / 3mm ACP (Aluminum composite Panel); size 60x50 cm as per design of
IRC-67- 2012. Pre treated with phospheting process & acid etching; coated with
one coat of epoxy primer and two coats of best quality epoxy paint
;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type- 11 as
per ASTM D-4956 and latest M.O.S.T.Specifications; 3.3 mtr long stand post of
75 x 75 x 6mm as required and frame fabricated from suitable size iron angle of
50 x 50 x5mm; painted with bestquality epoxy coatings in black and white
bends. the details of symbol or inscription / numerals for each board shall be as
per the instruction of engineer in charge.The fixing at site shall be in 1:2:4 CC
blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing
etc.complete under the supervision of engineer in charge. A warranty for
years for the Retro reflective sheeting from originaa manufacturer & a certified
copy of 3 year outdoor exposure test report from third party est lab for the
product offered shall be submitted by contractor. (A) Engineering Grade (VR)g
Rate (Exclusive
Item Description of Item (with brief specification and reference to book of
Quantity Unit GST) Amount
No. specifications)
[21] Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm 2.00 No 2423.74
aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 90x30 cms.
rectangular as per design of IRC-67-2012. Pre treated with phospheting process
& acid etching; coated with one coat of epoxy primer and two coats of best
quality epoxy paint ;reflectorised with Micro Prismatic Grade retro
refiectivesheeting of Type-11 as per ASTM D-4956 and latest
M.O.S.T.Specifications; 1.8mtr long stand post of 75 x 75 x 6mm as required
and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted
with bestquality epoxy coatings in black and white bends. The details of symbol
foreach board shall be as per theinstruction of engineer in charge. The fixing at
site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including
excavation, curing etc.complete under the supervision of engineer in charge. A
warranty for 10 years for the Retro reflective sheeting from original
manufacturer & a certified copy of 3 year outdoor exposure test report from
third party test lab for the product offered shall be submitted by contractor. (A)
Engineering Grade (VR)g
[22] Providing and fixing pre cast C.C. M-150 hectometer stone with necessary 24.00 No 356.50
reinforcements per I.R.C. type design including painting, lettering etc. complete
(ii) Fixing in C.C. 1:5:10
[23] Route Marker sign :-Providing and fixing sign boards made out of 2.0 mm 6.00 No 3189.46
aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 60x45 cm
rectangular plus 30x25cm additional plate as per design of IRC-67-2012. Pre
treated with phospheting process & acid etching; coated with one coat of epoxy
primer and two coats of best quality epoxy paint ;reflectorised with Micro
Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and
latestM.O.S.T.Specifications; 3.6 mtr long stand post of 75 x 75 x 6mm as
required and frame fabricated from suitable size iron angle of 35x 35 x 3mm;
painted with bestquality epoxy coatings in black and white bends. the details of
symbol or inscription /numerals for each board shall be as per the instruction of
engineer in charge.The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x
Cms. for each leg.including excavation, curing etc.complete under the
supervision of engineer in charge. A warranty for 10 years for the Retro
reflective sheeting from original manufacturer & a certified copy of 3 year
outdoor exposure test report from third party test lab for the product offered
shall be submitted by contractor. (A) Engineering Grade (VR)g
[24] Village Name Sign :-Providing and fixing sign boards made out of 2mm 2.00 No 4842.24
aluminium sheet/ 4mm ACP (Aluminum composite Panel); size 90x60 cms.
rectangular as per design of IRC-67-2012. Pre treated with phospheting process
& acid etching; coated with one coat of epoxy primer and two coats of best
quality epoxy paint ;reflectorised with Micro Prismatic Grade retro
refiectivesheeting of Type-11 as per ASTM D-4956 and latest
M.O.S.T.Specifications; 3.3mtr long stand post of 75 x 75 x 6mm as required
and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted
with bestquality epoxy coatings in black and white bends. The details of symbol
or inscription/letters / numerals for each board shall be as per the instruction of
engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x
Cms. for each leg.including excavation, curing etc.complete under the
supervision of engineer in charge. A warranty for 10 years for the Retro
reflective sheeting from original manufacturer & a certified copy of 3 year
outdoor exposure test report from third party test lab for the product offered
shall be submitted by contractor. (A) Engineering Grade (VR)g
[25] Road marking with hot applied thermoplastic paints with reflectorising glass 750.06 Sqm 367.72
beads on bitumin surface providing and laying a hot applied thermoplastic
compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm
area, thickness of 2.5mm is excluding of surface applied glass beds as per IRC:35-
2015. The finished surface to be level, uniform and free from streaks and holes.
zebra patta /bump patta lane/center line/ edge line/cut patta. The white color
marking should provide liminance coefficinet on cemend road shalll be min
mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the service
life during the day time. The marking should meet the performance criteria for
night time reflectivity, wet reflectivity and skid resistance as mentioned in the
section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be 2 years.
Rate (Exclusive
Item Description of Item (with brief specification and reference to book of
Quantity Unit GST) Amount
No. specifications)
[26] Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks Raised Pavement 342.00 No 326.23
Markers made of polycarbonate and ABS moulded body and reflective panels
with micro prismatic lens capable of providing total internal reflection of the
light entering the lens face and shall support a load of 13635 kgs. tested in
accordance to ASTM D 4280 Type H and complying to Specifications of Category
A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height,
width and length shall not exceed 20 mm, 130 mm and 130 mm and with
minimum reflective area of 13 Sqcm on each side and the slope to the base shall
be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical
shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/-
mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling
holes on the road for the shanks to go inside, without nails and using epoxy
resin based adhesive as per manufacturers recommendation and The color of
the marker should be as per the IRC 35-2015 and as directed by Engineer-in-
[27] Providing and fixing Junction board of M.S. plates and angles as per standard 1.00 No 5236.70
I.R.C. design including fixing in C.C. 1:4:8 with necessary excavation painting
figuring and lettering on board etc. complete.
[28] Citizen's Information Board :- Providing and Fixing of Information Board as per 1.00 No 11717.00
instruction Two ACP sheets of 3 mm thick, of 900 mm x 750mm size fixed at top
& bottom duly rivetted with MS angles of 25 x 25 x 5 mm thick M.S angle shall
be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of
SWG square tubes posts duly embedded in cement concrete M-15 grade blocks
of 600mm x 600mm x 750mm, below ground level. The letters & figure of any
shade reflectorised with High Intensity Prismatic Grade Retro Reflective
Sheeting of Type-4 as per ASTM D-4956 and latest MORD specifications; All
sections of framed posts and steel tube will be painted with primer and two
coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16).
(A) Class-B High intensity Grade Retro Reflective sheeting.
[29] MMGSY "LOGO" Board :- Providing and fixing of MMGSY LOGO Informatory Sign 1.00 No 5032.83
Board with Logo as per section 1700 of MORD specifications and drawing. The
board will be a composite unit consisting of Two Plates of ACM (Aluminum
Composite Material), material specifications as per clause 17001.3. The top
most plate will be of 3mm ACP in diamond shape of 600 x 600 mm. size, riveted
with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The
Lower plate will be of 4mm ACP of 1100 x 300 mm. size riveted with MS angle
iron frame of 25mm. x 25mm. x 5mm. size on back on edges. Riveting of all the
sheets over angle and flat iron frame will be done neatly to have plain surface
on one side. The angle iron frame of Both the plates will be welded to a 75mm.
x 75mm. x 6mm. Mild steel post at Centre and this post will be embeded in
cement concrete M15 grade block of 450 x 450 x 600mm below ground level.
The height of the bottom of the lower plate will be 1200mm from normal
ground level. The spacing between the diamond shaped plate and Lower Plate is
kept 150mm. MMGSY logo, letters and numerals on the ACM should be made
up of Retro Reflective sheeting of Type-1 AEGP Class-A grade as per the latest
MORD section 1700 and IRC 67-2012 specifications. Al the section of the frame
and posts shall be painted with primer and two coats of epoxy paint. The design,
painting and lettering shall be done as per the MMGSY Logo sign Design and as
directed by Engineer in-charge. A warranty for 5 years for the Retro reflective
sheeting for Type-1 Class-A from original manufacturer shall be submitted by
Rate (Exclusive
Item Description of Item (with brief specification and reference to book of
Quantity Unit GST) Amount
No. specifications)
[30] MMGSY Project Information Board :- Providing and Fixing of typical PMGSY 1.00 No 8934.46
Project Informatory Sign Board with Logo as per 1700 of MORD specifications
and drawing. The board will be a composite unit consisting of Three Plates ACM
(Aluminum Composite Material), material specificaitons as per clause 17001.3.
The top most plate will be of 3mm ACM in diamond shape of 600x600mm size,
riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges.
The middle 4mm ACM plate of will be 1200x150mm size riveted with MS angle
iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACM
lower most plate will be 1500mmx600mm size, riveted with MS angle iron
frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat
iron frame will be done neatly to have plain surface on one side. The angle iron
frame of lower most plate and flat iron frame of the middle plate will be welded
to two nos. 75mm x75mm (12 SWG) sheet tubes posts placed at 1125mm apart
centre to centre. the top of the middle plate will be flushed with the top of
75mm dia medium steel tube posts and these posts will be embeded in cement
concrete M15 grade block of 450x450x600mm below ground level. The height
of the bottom of the lower plate will be 1200mm from normal ground level and
the bottom of the middle plate will be 100mm above the top level of the lower
most plate. the diamond shaped plate mounted over flat angle iron frame will
be connected to middle plate by square steel section of 47mmx47mm, thickness
12SWG having a spacing of 100mm between the diamond shaped plate and
middle plate and this square section will be riveted to the bottom point of the
diamond shaped plate. MMGSY logo, letters and numerals on the ACM should
be made up of Retro Reflective sheeting of Type-1 AEGP Class-A grade as per
the latest MORD section 1700 and IRC 67-2012 specifications. Al the section of
the frame and posts shall be painted with primer and two coats of epoxy paint.
The design, painting and lettering shall be done as per the MMGSY Signage
Guide and as directed by Engineer-In-charge. . A warranty for 5 years for the
Retro reflective sheeting for Class-A respectively, from original manufacturer
shall be submitted by contractor.
[31] Excavation for foundation upto all depth including sorting out and stacking of 408.20 Cum 241.79
useful materials and disposing of the excavated stuff upto all lead (A) Dense or
[32] Providing and filling in foundation with ordinary cement concrete M- 150 mix 456.00 Cum 3615.61
and providing necessary vertical pin headers including formwork, vibrating,
ramming and curing complete.
[33] Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including 1140.00 Kg 76.21
bending, binding and placing in position complete upto floor two level
[34] Supplying and fixing reinforced concrete heavy duty non pres-sure pipes 30.00 Rmt 3446.50
with collars for culverts incl. Setting and joining the pipes in C.M. 1:2
watering & laying (two level or slope ) of 900mm dia. NP3 pipe internal
diametre of IS 458 /
Rate (Exclusive
Item Description of Item (with brief specification and reference to book of
Quantity Unit GST) Amount
No. specifications)
[35] Provinding and filling sand below R.C.C. raft in layers including ramming and 30.00 Cum 458.14
watering complete.
[36] Providing and laying Weep hole in abutment and return by using PVC. pipe of 225.00 Nos 45.81
100 mm dia including laying in proper grade and joining complete etc as per
details specification .
[37] White washing with lime on wall surface (two coats) to give an even shade 563.00 Sqm 12.09
including thoroughly booming the surface to remove all dirt, dust; mortar drops
and other foreign matter
One Crore Thirty Nine Lakh Twenty Two Thousand Five Hundread Fourty Four Rupees and Three Paisa Only
I/We am/are willing to carry out the work at…………………………………………….% above/below percent (Should be written in figures and words) of the
estimated rate mentioned above. Amount of my / our tender works out as under.
Estimated amount put to tender Estimated amount put to tender
Deduct…………………………% below Add…………………………% Above
In Worlds In Worlds
(* Please strike out whichever is not applicable).
1. The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer-In-Charge for which no extra
payment shall be made.
2. The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.
3. GST and Income tax TDS will be deducted at a source while making payments of bills
4. In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-10/2017 Cement Consumption/16/C
Date:11/05/2017 as stated in S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost of difference of cement
consumption have been deducted from the rate of original item at the rate of input rate mentioned in all the tender.
5. Credit of dismantled materials of amount of Rs. 0.00/- must be recovered from contractor's 1st R.A. bill.
6. All duties, taxes, and other levies except GST payable by the contractor under the contract, or for any other cause shall be included in the
rates, prices and total Bid Price submitted by the Bidder. (GST will be paid extra)
Dated Signature of Dy. Executive Engineer Executive Engineer
the Contractor. R & B (P) Sub Division R & B (P) Division
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details.html
RAW_HTML
0. Road List P29.pdf
1b. Performance Bond and Bitumen date.pdf
2a. Specification Index P29.pdf
2b. General Specification.pdf
2c. Detail Specification P29.pdf
2d. Environment specifications C.pdf
2e. MMGSY board specification.pdf
2f. MORTH 400 (Fifth Revision)-1.pdf
2g. Section 112.pdf
3. BOQ Package 29.pdf
4. GR_ C.pdf
5. Quality Control Section 900-C.pdf
6. Testing Sch P29.pdf
SBD PKG 29.pdf
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